Kerala

Technical BO

Works

Civil Works - Water Works

DEPOSIT kalamassery muncipality Providing water supply arrangements to various roads in AKG Road Bylanes and Vidakkuzha Ambalappady Bylane Roads in ward no 9

Kerala Water Authority

kalamassery | Ernakulam, Kerala

Amount: ₹1.3 LCloses: 20 May 2026Closed

Timeline

Published12 May 2026
Closed20 May 2026
Technical Evaluation—
Award—

Bids

2 Bids21 May 2026

#	Company	Status
1	K K BAKKER Admitted-Fee/PreQual/Technical/Finance	Admitted-Fee/PreQual/Technical/Finance
2	nil Admitted-Fee/PreQual/Technical/Finance NIL	Admitted-Fee/PreQual/Technical/Finance

Corrigenda

Corrigendum

1 updatesLatest on 16 May 2026

Tender Value

₹1.3 L

EMD Value

₹3,172

Closing Date

20 May 2026, 3:00 pmClosed

Tender Inviting Organisation

Name

Assistant Executive Engineer

Address

Assistant Executive Engineer W S Subdivision, Kalamassry

Work Description

DEPOSIT kalamassery muncipality Providing water supply arrangements to various roads in AKG Road Bylanes and Vidakkuzha Ambalappady Bylane Roads in ward no 9

Tender Information

Tender ID

2026_KWA_850088_1

Reference Number

WRD/KWA-CE(CR)/TR/25664/2025

Tender Type

Open Tender

Product Category

Civil Works - Water Works

Form of Contract

Percentage

Period of Work

180 days

Location

kalamassery

Source Website

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Eligibility / Pre-Qualification

Please refer Tender documents.

Documents Required

6 documents required · 6 mandatory

Fee/PreQual/Technical/Finance

RequiredPreliminary agreement (.pdf)

RequiredPAN card (.pdf)

Requiredcontractor license (.pdf)

RequiredNIT (.pdf)

RequiredForm83 84 (.pdf)

RequiredBOQ (.xls)

Fee & Financial Details

Tender Fee Amount

₹555

EMD Fee Amount

₹3,172

Important Dates

Last Activity

21 May 2026

Published

12 May 2026

Bid Opening

21 May 2026

Download Starts

12 May 2026

Download Ends

20 May 2026

Submission Starts

12 May 2026

Bill of Quantities

PercentageBoQ_Ver3.0INR

This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.

BoQ1 (8 items)

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1working charges
1.001	100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.	-	metre	32.23	-
1.002	100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.	-	cum	678.19	-
1.003	OD172670/2025-2026:Interconnection from 110mm pvc to 110/90/63 mm pvc line using PVC saddle , 20mm fta ,coupling elbow etc. including excavation, cost of specials, labour charges, etc. complete.	-	no	2,026.74	-
1.004	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	-	cum	3,333.28	-
1.005	4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	9,062.66	₹9,053.6
1.006	OD172669/2025-2026:Shifting the water connection house / tap connection from the existing line to the newly laid line by supplying and fitting suitable saddle clamp, bend, union, elbow, coupling, reducer, barrel piece, PVC Ball valve, including earthwork excavation, labour charges, hire for tools, etc. complete.	-	no	1,223.08	-
1.007	100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.	-	metre	209.66	-
1.008	100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.	-	metre	153.64	-

Stage Documents

Stage Summary Snapshot

stage.html

html • 0.02 MB

Bid Opening Summary

boq_comp_chart.xlsx

xlsx

Documents

Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.

Tender Page Snapshot

details.html

html • 0.04 MB

NIT Documents

KWAGeneralConditionsforeTenderingV5.pdf

PDF • 0.69 MB

Tendernotice_1.pdf

PDF • 1.04 MB

Work Item Documents

BOQ_1436389.xls

BOQ • 0.31 MB

NIT.pdf

Corrigendum Documents

corrigendum.pdf

PDF • 0.30 MB

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Company

K K BAKKER

Admitted-Fee/PreQual/Technical/Finance

nil

Admitted-Fee/PreQual/Technical/Finance

NIL

Sl No	Description	Qty	Unit	Est. Rate	Est. Amount
1working charges
1.001	100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.	-	metre	32.23	-
1.002	100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.	-	cum	678.19	-
1.003	OD172670/2025-2026:Interconnection from 110mm pvc to 110/90/63 mm pvc line using PVC saddle , 20mm fta ,coupling elbow etc. including excavation, cost of specials, labour charges, etc. complete.	-	no	2,026.74	-
1.004	16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30	-	cum	3,333.28	-
1.005	4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)	1	cum	9,062.66	₹9,053.6
1.006	OD172669/2025-2026:Shifting the water connection house / tap connection from the existing line to the newly laid line by supplying and fitting suitable saddle clamp, bend, union, elbow, coupling, reducer, barrel piece, PVC Ball valve, including earthwork excavation, labour charges, hire for tools, etc. complete.	-	no	1,223.08	-
1.007	100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.	-	metre	209.66	-
1.008	100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.	-	metre	153.64	-

Sl No

Description

Qty

Unit

Est. Rate

Est. Amount

1working charges

1.001

100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.

metre

32.23

1.002

100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.

cum

678.19

1.003

OD172670/2025-2026:Interconnection from 110mm pvc to 110/90/63 mm pvc line using PVC saddle , 20mm fta ,coupling elbow etc. including excavation, cost of specials, labour charges, etc. complete.

2,026.74

1.004

16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30

cum

3,333.28

1.005

4.1.4:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources)

cum

9,062.66

₹9,053.6

1.006

OD172669/2025-2026:Shifting the water connection house / tap connection from the existing line to the newly laid line by supplying and fitting suitable saddle clamp, bend, union, elbow, coupling, reducer, barrel piece, PVC Ball valve, including earthwork excavation, labour charges, hire for tools, etc. complete.

1,223.08

1.007

100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.

metre

209.66

1.008

100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.

metre

153.64